Abstract
The governing nonlinear vector differential equations for large deflections of an end-loaded, three-dimensionally deformed, initially straight, axisymmetric elastica are developed and simulated numerically without decomposition. All simulations are based on repeated applications of truncated Taylor's expansions to advance along a deformed elastica. Both initial value problems, and two-point boundary value problems with a corresponding shooting method are discussed. A number of examples are solved and compared with corresponding theoretical solutions, and with a finite element solution. An elastica solution with at least six independent equilibrium configurations satisfying a single set of boundary conditions and not heretofore treated in the literature is also presented.
Original language | English (US) |
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Pages (from-to) | 2384-2395 |
Number of pages | 12 |
Journal | Journal of Engineering Mechanics |
Volume | 117 |
Issue number | 10 |
DOIs | |
State | Published - Oct 1991 |
Externally published | Yes |
All Science Journal Classification (ASJC) codes
- Mechanics of Materials
- Mechanical Engineering